Performance evaluation of silty sand reinforced with fibres
Triaxial compression tests were conducted to evaluate the response of randomly distributed fibre on the strength of reinforced silty sand. In this study, oil palm empty fruit bunch (OPEFB) fibre was mixed with silty sand soil to investigate the increase of shear strength during triaxial compression....
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Veröffentlicht in: | Geotextiles and geomembranes 2010-02, Vol.28 (1), p.93-99 |
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creator | Ahmad, Fauziah Bateni, Farshid Azmi, Mastura |
description | Triaxial compression tests were conducted to evaluate the response of randomly distributed fibre on the strength of reinforced silty sand. In this study, oil palm empty fruit bunch (OPEFB) fibre was mixed with silty sand soil to investigate the increase of shear strength during triaxial compression. The specimens were tested under drained and undrained conditions with 0.25% and 0.5% content of OPEFB fibres of different lengths (i.e. 15
mm, 30
mm and 45
mm). In addition, OPEFB fibres coated with acrylic butadiene styrene thermoplastic were tested to determine the effect of coating on reinforcement. Inclusion of randomly distributed discrete fibres significantly improved the shear strength of silty sand. Coated OPEFB fibres increased the shear strength of silty sand much more compared to uncoated fibres. Coating fibres increases interface friction between fibre and soil particles by increasing the surface area. Reinforced silty sand containing 0.5% coated fibres of 30
mm length exhibited approximately 25% increase in friction angle and 35% in cohesion under undrained loading conditions compared to those of unreinforced silty sand. The results indicate that the shear strength parameters of the soil-fibre mixture (i.e.
Φ′ and
c′) can be improved significantly. |
doi_str_mv | 10.1016/j.geotexmem.2009.09.017 |
format | Article |
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mm, 30
mm and 45
mm). In addition, OPEFB fibres coated with acrylic butadiene styrene thermoplastic were tested to determine the effect of coating on reinforcement. Inclusion of randomly distributed discrete fibres significantly improved the shear strength of silty sand. Coated OPEFB fibres increased the shear strength of silty sand much more compared to uncoated fibres. Coating fibres increases interface friction between fibre and soil particles by increasing the surface area. Reinforced silty sand containing 0.5% coated fibres of 30
mm length exhibited approximately 25% increase in friction angle and 35% in cohesion under undrained loading conditions compared to those of unreinforced silty sand. The results indicate that the shear strength parameters of the soil-fibre mixture (i.e.
Φ′ and
c′) can be improved significantly.</description><identifier>ISSN: 0266-1144</identifier><identifier>EISSN: 1879-3584</identifier><identifier>DOI: 10.1016/j.geotexmem.2009.09.017</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Coating ; Fibers ; Fibre ; Fibres ; Friction ; Oil palm ; Palm ; Reinforcement ; Sand ; Shear strength ; Silty sand ; Soil (material)</subject><ispartof>Geotextiles and geomembranes, 2010-02, Vol.28 (1), p.93-99</ispartof><rights>2009 Elsevier Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c388t-d3610de00d2ba4c1cc03e8049e5aa55886596c5203121d016be0a2e1db1eddc73</citedby><cites>FETCH-LOGICAL-c388t-d3610de00d2ba4c1cc03e8049e5aa55886596c5203121d016be0a2e1db1eddc73</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.geotexmem.2009.09.017$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>315,781,785,3551,27929,27930,46000</link.rule.ids></links><search><creatorcontrib>Ahmad, Fauziah</creatorcontrib><creatorcontrib>Bateni, Farshid</creatorcontrib><creatorcontrib>Azmi, Mastura</creatorcontrib><title>Performance evaluation of silty sand reinforced with fibres</title><title>Geotextiles and geomembranes</title><description>Triaxial compression tests were conducted to evaluate the response of randomly distributed fibre on the strength of reinforced silty sand. In this study, oil palm empty fruit bunch (OPEFB) fibre was mixed with silty sand soil to investigate the increase of shear strength during triaxial compression. The specimens were tested under drained and undrained conditions with 0.25% and 0.5% content of OPEFB fibres of different lengths (i.e. 15
mm, 30
mm and 45
mm). In addition, OPEFB fibres coated with acrylic butadiene styrene thermoplastic were tested to determine the effect of coating on reinforcement. Inclusion of randomly distributed discrete fibres significantly improved the shear strength of silty sand. Coated OPEFB fibres increased the shear strength of silty sand much more compared to uncoated fibres. Coating fibres increases interface friction between fibre and soil particles by increasing the surface area. Reinforced silty sand containing 0.5% coated fibres of 30
mm length exhibited approximately 25% increase in friction angle and 35% in cohesion under undrained loading conditions compared to those of unreinforced silty sand. The results indicate that the shear strength parameters of the soil-fibre mixture (i.e.
Φ′ and
c′) can be improved significantly.</description><subject>Coating</subject><subject>Fibers</subject><subject>Fibre</subject><subject>Fibres</subject><subject>Friction</subject><subject>Oil palm</subject><subject>Palm</subject><subject>Reinforcement</subject><subject>Sand</subject><subject>Shear strength</subject><subject>Silty sand</subject><subject>Soil (material)</subject><issn>0266-1144</issn><issn>1879-3584</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><recordid>eNqFkM1OwzAQhC0EEqXwDOTGKWU3dhJHnKqKPwkJDnC2HHsDrpK42Gmhb0-iIq5II-1lZlbzMXaJsEDA4nq9eCc_0HdH3SIDqBaTsDxiM5RllfJcimM2g6woUkQhTtlZjGsAEGUlZ-zmhULjQ6d7QwntdLvVg_N94pskunbYJ1H3Ngnk-tFlyCZfbvhIGlcHiufspNFtpIvfO2dvd7evq4f06fn-cbV8Sg2XckgtLxAsAdis1sKgMcBJgqgo1zrPpSzyqjB5BhwztOOkmkBnhLZGstaUfM6uDr2b4D-3FAfVuWiobXVPfhtVmfOSi6wQo7M8OE3wMQZq1Ca4Toe9QlATLbVWf7TUREtNwunH8pCkccjOUVDROBqhWBfIDMp692_HD1kzeBs</recordid><startdate>20100201</startdate><enddate>20100201</enddate><creator>Ahmad, Fauziah</creator><creator>Bateni, Farshid</creator><creator>Azmi, Mastura</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20100201</creationdate><title>Performance evaluation of silty sand reinforced with fibres</title><author>Ahmad, Fauziah ; Bateni, Farshid ; Azmi, Mastura</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c388t-d3610de00d2ba4c1cc03e8049e5aa55886596c5203121d016be0a2e1db1eddc73</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Coating</topic><topic>Fibers</topic><topic>Fibre</topic><topic>Fibres</topic><topic>Friction</topic><topic>Oil palm</topic><topic>Palm</topic><topic>Reinforcement</topic><topic>Sand</topic><topic>Shear strength</topic><topic>Silty sand</topic><topic>Soil (material)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ahmad, Fauziah</creatorcontrib><creatorcontrib>Bateni, Farshid</creatorcontrib><creatorcontrib>Azmi, Mastura</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Geotextiles and geomembranes</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ahmad, Fauziah</au><au>Bateni, Farshid</au><au>Azmi, Mastura</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Performance evaluation of silty sand reinforced with fibres</atitle><jtitle>Geotextiles and geomembranes</jtitle><date>2010-02-01</date><risdate>2010</risdate><volume>28</volume><issue>1</issue><spage>93</spage><epage>99</epage><pages>93-99</pages><issn>0266-1144</issn><eissn>1879-3584</eissn><abstract>Triaxial compression tests were conducted to evaluate the response of randomly distributed fibre on the strength of reinforced silty sand. In this study, oil palm empty fruit bunch (OPEFB) fibre was mixed with silty sand soil to investigate the increase of shear strength during triaxial compression. The specimens were tested under drained and undrained conditions with 0.25% and 0.5% content of OPEFB fibres of different lengths (i.e. 15
mm, 30
mm and 45
mm). In addition, OPEFB fibres coated with acrylic butadiene styrene thermoplastic were tested to determine the effect of coating on reinforcement. Inclusion of randomly distributed discrete fibres significantly improved the shear strength of silty sand. Coated OPEFB fibres increased the shear strength of silty sand much more compared to uncoated fibres. Coating fibres increases interface friction between fibre and soil particles by increasing the surface area. Reinforced silty sand containing 0.5% coated fibres of 30
mm length exhibited approximately 25% increase in friction angle and 35% in cohesion under undrained loading conditions compared to those of unreinforced silty sand. The results indicate that the shear strength parameters of the soil-fibre mixture (i.e.
Φ′ and
c′) can be improved significantly.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.geotexmem.2009.09.017</doi><tpages>7</tpages></addata></record> |
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subjects | Coating Fibers Fibre Fibres Friction Oil palm Palm Reinforcement Sand Shear strength Silty sand Soil (material) |
title | Performance evaluation of silty sand reinforced with fibres |
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